CN201872232U - Vertical cable channel formwork - Google Patents
Vertical cable channel formwork Download PDFInfo
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- CN201872232U CN201872232U CN2010206109306U CN201020610930U CN201872232U CN 201872232 U CN201872232 U CN 201872232U CN 2010206109306 U CN2010206109306 U CN 2010206109306U CN 201020610930 U CN201020610930 U CN 201020610930U CN 201872232 U CN201872232 U CN 201872232U
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- mold
- internal mold
- external mold
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Abstract
The utility model discloses a vertical cable channel formwork, which comprises a bottom form, inner forms and four outer forms. Limiting steel angles for limiting movement of the inner forms are arranged on the bottom form, the inner forms are of integral structures and are vertically disposed on the bottom form and are fixed via the limiting steel angles, the four outer forms are respectively fixed to the periphery of the bottom form detachably and vertically, and the adjacent outer forms are connected detachably. The form is designed in a vertical structure, all of the inner forms and the outer forms are non-load-bearing forms in addition to the bottom form, the stripping time of the inner forms is less limited by concrete strength, and accordingly removal time of the inner forms is shortened, cycle time of a single form set is reduced, purchasing number of form sets and purchasing expenditure are reduced, and the purposes of shortening construction period and reducing cost are achieved.
Description
Technical field
The utility model relates to a kind of template, is specifically related to a kind of used template of concrete cable groove of making.
Background technology
Cable trough is a kind of precast concrete that is used for cable laying, can be used on the ground or the laying of buried cable, owing to have laying, maintenance cable conveniently, the advantage of protection cable is used widely.
The template of existing manufacturing concrete cable groove adopts the splice type cable slot template more, is horizontal type structure, and every cover template comprises external mold, internal mold and end mould, and interior external mold adopts bolting in the end mould; After template assembly was good, casting concrete is the form removal maintenance after shake table jolt ramming, and the cable trough that obtains after the form removal is horizontal placement, and promptly notch is in the side, and internal mold is a bearing form before the visible form removal; Because internal mold is a bearing form, must remove at last, so form removal is end mould → external mold → internal mold (internal mold is removed and must be reached the permission dismounting of 75% rear at concrete strength) in proper order, therefore the internal mold demould time is subjected to the constraint of concrete strength very big, single form is longer circulation timei, consumption worker consuming time is unfavorable for progress monitoring.In addition, because this kind template adopts the shake table construction, template must be enough firm, the heavily about 400Kg of every cover, and cost is 2750 a yuan/cover, the assembly unit of every cover template needs 2 workmans to cooperate at least, assembly unit in 2 hours consuming time, form removal needs 1 hour, so the horizontal template weight of this kind is big, the cost height is unfavorable for cost control.
Summary of the invention
In view of this, the purpose of this utility model is to provide a kind of vertical cable trough template, reduces the concrete strength constraint of internal moulding/demoulding time, shortens single form circulation timei, the purpose that reach the reduction of erection time, reduces cost.
Vertical cable trough template of the present utility model, comprise bed die, internal mold and external mold, bed die is provided with and is used to limit the spacing angle steel that internal mold moves, internal mold is an overall structure, vertically place on the bed die and and fix by spacing angle steel, external mold is four, vertically is fixed in around the bed die detachable connection between the adjacent external mold respectively removably.
Further, described internal mold top is provided for the earrings of pull internal mold;
Further, the outer surface of described bed die, internal mold and external mold all is provided with ribbed stiffener;
Further, adopt bolting to be connected between described external mold and the bed die, the employing voussoir is fixedly connected between the described adjacent external mold.
The beneficial effects of the utility model are: the utility model is a vertical structure with stencil design, except that bed die, interior external mold is the non-bearing template, the constraint of internal moulding/demoulding time of concrete strength is little, so form removal is internal mold (removing about 2 hours before the concrete initial set) → external mold → bed die in proper order, therefore shorten internal mold and removed the time, reduced the circulation timei of single form, reduced template and purchased tricks and acquisition expenses, the purpose that reached the reduction of erection time, reduces cost; In addition,, therefore can reduce single form weight, reduce cost because vertical cable trough template of the present utility model need not to adopt the shake table construction.
Description of drawings
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing the utility model is described in further detail, wherein:
Fig. 1 is the structural representation of bed die;
Fig. 2 is fixed in structural representation on the bed die for internal mold;
Fig. 3 is the structural representation of the utility model dress mould after finishing.
The specific embodiment
Fig. 1 is the structural representation of bed die, and Fig. 2 is fixed in structural representation on the cover half for internal mold, and Fig. 3 is the structural representation of the utility model dress mould after finishing; As shown in the figure, vertical cable trough template of the present utility model, comprise bed die 1, internal mold 2 and external mold 3, bed die 1 is provided with and is used to limit the spacing angle steel 4 that internal mold 2 moves, internal mold 2 is an overall structure, vertically places on the bed die 1 and by spacing angle steel 4 to fix, and external mold 3 is four, vertically be fixed in around the bed die 1 detachable connection between the adjacent external mold 3 respectively removably.Template is a vertical structure, and the cable trough that obtains after the form removal is vertical placement, and notch is in top and bottom, and as seen except that bed die, interior external mold is the non-bearing template, so the constraint of internal moulding/demoulding time of concrete strength is little.
In the present embodiment, described internal mold 2 tops are provided for the earrings 5 of pull internal mold 2; Earrings 5 is set, pull internal mold 2 when being convenient to form removal.
In the present embodiment, the outer surface of described bed die 1, internal mold 2 and external mold 3 all is provided with ribbed stiffener; Ribbed stiffener is set, can strengthens template strength, increase steadiness, prevent the template stress deformation.
In the present embodiment, adopt bolting to be connected between described external mold 3 and the bed die 1, employing voussoir 6 is fixedly connected between the described adjacent external mold 3; Can certainly adopt other the mode that removably connects.
The dress modeling method is: 1. bed die 1 is placed on the level land; 2. will be welded into whole internal mold 2 (comprising electric power and signal of communication totally two case chambers) is fixed by the spacing angle steel 4 on the bed die 1; 3. the assembly unit external mold 3; and it is fixing with voussoir 6; 4. the good reinforced mesh of colligation of packing into, and established the protective layer plastic cushion.Above press setter is done a workman and can be finished.
The method of casting concrete is: by sending into concrete with in the middle of spade two side direction in the workman Xiang Mo, another human hand-held vibrating spear (power is 750W, and the caput diameter is 30mm) carries out tamping by concrete vibrating technology.
The form removal method is: 1. at first remove internal mold 2 before concrete initial set, catch earrings 5 on the internal mold 2, the even power pull that makes progress by workman's both hands; Corresponding change got final product concrete striking time in general about 2 hours according to weather, temperature and match ratio are different, with the cable trough concrete solid certain intensity was arranged, and internal mold is incomplete and concrete binding is a principle; 2. after treating that intensity further improves, be about 1 hour, remove external mold 3,3. the cable trough entity is carried out maintenance, reach 75% intensity after, bed die 1 can be deviate from.
Explanation is at last, above embodiment is only unrestricted in order to the explanation the technical solution of the utility model, although by the utility model being described with reference to preferred embodiment of the present utility model, but those of ordinary skill in the art is to be understood that, can make various changes to it in the form and details, and the spirit and scope of the present utility model that do not depart from appended claims and limited.
Claims (4)
1. vertical cable trough template, it is characterized in that: comprise bed die (1), internal mold (2) and external mold (3), bed die (1) is provided with and is used to limit the spacing angle steel (4) that internal mold (2) moves, internal mold (2) is an overall structure, vertically place bed die (1) to go up and fix by spacing angle steel (4), external mold (3) is four, vertically is fixed in bed die (1) removably all around respectively, detachable connection between the adjacent external mold (3).
2. vertical cable trough template according to claim 1 is characterized in that: described internal mold (2) top is provided for the earrings (5) of pull internal mold (2).
3. vertical cable trough template according to claim 1 is characterized in that: the outer surface of described bed die (1), internal mold (2) and external mold (3) all is provided with ribbed stiffener.
4. according to any described vertical cable trough template of claim 1 to 3, it is characterized in that: adopt bolting to be connected between described external mold (3) and the bed die (1), adopt voussoir (6) fixedly connected between the described adjacent external mold (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206109306U CN201872232U (en) | 2010-11-17 | 2010-11-17 | Vertical cable channel formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206109306U CN201872232U (en) | 2010-11-17 | 2010-11-17 | Vertical cable channel formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201872232U true CN201872232U (en) | 2011-06-22 |
Family
ID=44160165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206109306U Expired - Lifetime CN201872232U (en) | 2010-11-17 | 2010-11-17 | Vertical cable channel formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201872232U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103594983A (en) * | 2013-11-29 | 2014-02-19 | 中交路桥建设有限公司 | Manufacturing method for cable groove |
| CN103692538A (en) * | 2013-12-23 | 2014-04-02 | 中交第一公路工程局有限公司 | Integrated cable trench making mould |
| CN105599117A (en) * | 2016-03-02 | 2016-05-25 | 湖北壮志石化设备科技有限公司 | Double-inserting quick-opening cement prefabricated bilayer cable trough die and using method thereof |
| CN105599119A (en) * | 2015-12-31 | 2016-05-25 | 贵州佛施特电力配套有限公司 | Integral box body pouring mold for substation and method for using pouring mold |
| CN110747883A (en) * | 2019-10-23 | 2020-02-04 | 上海宝冶集团有限公司 | Cup-shaped foundation construction structure |
| WO2021051429A1 (en) * | 2019-09-16 | 2021-03-25 | 长沙远大住宅工业集团股份有限公司 | Die assembly for producing prefabricated parts and production method |
| CN112829050A (en) * | 2021-02-19 | 2021-05-25 | 广东博智林机器人有限公司 | Pouring die |
-
2010
- 2010-11-17 CN CN2010206109306U patent/CN201872232U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103594983A (en) * | 2013-11-29 | 2014-02-19 | 中交路桥建设有限公司 | Manufacturing method for cable groove |
| CN103594983B (en) * | 2013-11-29 | 2016-04-13 | 中交路桥建设有限公司 | A kind of manufacture method of cable trough |
| CN103692538A (en) * | 2013-12-23 | 2014-04-02 | 中交第一公路工程局有限公司 | Integrated cable trench making mould |
| CN103692538B (en) * | 2013-12-23 | 2016-01-06 | 中交第一公路工程局有限公司 | The making mould of monoblock type cable trough |
| CN105599119A (en) * | 2015-12-31 | 2016-05-25 | 贵州佛施特电力配套有限公司 | Integral box body pouring mold for substation and method for using pouring mold |
| CN105599117A (en) * | 2016-03-02 | 2016-05-25 | 湖北壮志石化设备科技有限公司 | Double-inserting quick-opening cement prefabricated bilayer cable trough die and using method thereof |
| WO2021051429A1 (en) * | 2019-09-16 | 2021-03-25 | 长沙远大住宅工业集团股份有限公司 | Die assembly for producing prefabricated parts and production method |
| CN110747883A (en) * | 2019-10-23 | 2020-02-04 | 上海宝冶集团有限公司 | Cup-shaped foundation construction structure |
| CN112829050A (en) * | 2021-02-19 | 2021-05-25 | 广东博智林机器人有限公司 | Pouring die |
| CN112829050B (en) * | 2021-02-19 | 2022-04-26 | 广东博智林机器人有限公司 | Pouring die |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110622 |